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Design of Pressurized Fuel Storage Tanks to Resist Air Overpressures
The report presents a design procedure and cost optimization curves for cylindrical steel tanks with spherical end caps that are buried with their axis parallel to the ground surface. The fuel storage tanks are designed to resist high overpressures associated with nuclear air blast. Internal pressur...
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creator | Gates, William E |
description | The report presents a design procedure and cost optimization curves for cylindrical steel tanks with spherical end caps that are buried with their axis parallel to the ground surface. The fuel storage tanks are designed to resist high overpressures associated with nuclear air blast. Internal pressurization was utilized to minimize material and fabrication costs and increase the buckling capacity of the tanks. The design procedure is believed to be valid for overpressures range from 10 psi to 3000 psi. The overall reasonableness of the design procedure was confirmed by experimental tests on buried steel cylinders and pressurized tanks in granular materials. |
format | report |
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The fuel storage tanks are designed to resist high overpressures associated with nuclear air blast. Internal pressurization was utilized to minimize material and fabrication costs and increase the buckling capacity of the tanks. The design procedure is believed to be valid for overpressures range from 10 psi to 3000 psi. The overall reasonableness of the design procedure was confirmed by experimental tests on buried steel cylinders and pressurized tanks in granular materials.</description><language>eng</language><subject>BUCKLING ; Containers and Packaging ; COSTS ; CYLINDRICAL BODIES ; EXPLOSION EFFECTS ; FUEL STORAGE TANKS ; FUELS ; NUCLEAR EXPLOSIONS ; OPTIMIZATION ; OVERPRESSURE ; PRESSURE VESSELS ; SANGUINE PROJECT ; SOIL MECHANICS ; STEEL ; STORAGE TANKS ; UNDERGROUND</subject><creationdate>1970</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,776,881,27544,27545</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/AD0874828$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Gates, William E</creatorcontrib><creatorcontrib>LIN (T Y) AND ASSOCIATES VAN NUYS CA</creatorcontrib><title>Design of Pressurized Fuel Storage Tanks to Resist Air Overpressures</title><description>The report presents a design procedure and cost optimization curves for cylindrical steel tanks with spherical end caps that are buried with their axis parallel to the ground surface. The fuel storage tanks are designed to resist high overpressures associated with nuclear air blast. Internal pressurization was utilized to minimize material and fabrication costs and increase the buckling capacity of the tanks. The design procedure is believed to be valid for overpressures range from 10 psi to 3000 psi. The overall reasonableness of the design procedure was confirmed by experimental tests on buried steel cylinders and pressurized tanks in granular materials.</description><subject>BUCKLING</subject><subject>Containers and Packaging</subject><subject>COSTS</subject><subject>CYLINDRICAL BODIES</subject><subject>EXPLOSION EFFECTS</subject><subject>FUEL STORAGE TANKS</subject><subject>FUELS</subject><subject>NUCLEAR EXPLOSIONS</subject><subject>OPTIMIZATION</subject><subject>OVERPRESSURE</subject><subject>PRESSURE VESSELS</subject><subject>SANGUINE PROJECT</subject><subject>SOIL MECHANICS</subject><subject>STEEL</subject><subject>STORAGE TANKS</subject><subject>UNDERGROUND</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1970</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZHBxSS3OTM9TyE9TCChKLS4uLcqsSk1RcCtNzVEILskvSkxPVQhJzMsuVijJVwgCqi0uUXDMLFLwL0stKoBoSC3mYWBNS8wpTuWF0twMMm6uIc4euiklmcnxxSWZeakl8Y4uBhbmJhZGFsYEpAGPUS-h</recordid><startdate>197005</startdate><enddate>197005</enddate><creator>Gates, William E</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>197005</creationdate><title>Design of Pressurized Fuel Storage Tanks to Resist Air Overpressures</title><author>Gates, William E</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_AD08748283</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1970</creationdate><topic>BUCKLING</topic><topic>Containers and Packaging</topic><topic>COSTS</topic><topic>CYLINDRICAL BODIES</topic><topic>EXPLOSION EFFECTS</topic><topic>FUEL STORAGE TANKS</topic><topic>FUELS</topic><topic>NUCLEAR EXPLOSIONS</topic><topic>OPTIMIZATION</topic><topic>OVERPRESSURE</topic><topic>PRESSURE VESSELS</topic><topic>SANGUINE PROJECT</topic><topic>SOIL MECHANICS</topic><topic>STEEL</topic><topic>STORAGE TANKS</topic><topic>UNDERGROUND</topic><toplevel>online_resources</toplevel><creatorcontrib>Gates, William E</creatorcontrib><creatorcontrib>LIN (T Y) AND ASSOCIATES VAN NUYS CA</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Gates, William E</au><aucorp>LIN (T Y) AND ASSOCIATES VAN NUYS CA</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Design of Pressurized Fuel Storage Tanks to Resist Air Overpressures</btitle><date>1970-05</date><risdate>1970</risdate><abstract>The report presents a design procedure and cost optimization curves for cylindrical steel tanks with spherical end caps that are buried with their axis parallel to the ground surface. The fuel storage tanks are designed to resist high overpressures associated with nuclear air blast. Internal pressurization was utilized to minimize material and fabrication costs and increase the buckling capacity of the tanks. The design procedure is believed to be valid for overpressures range from 10 psi to 3000 psi. The overall reasonableness of the design procedure was confirmed by experimental tests on buried steel cylinders and pressurized tanks in granular materials.</abstract><oa>free_for_read</oa></addata></record> |
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language | eng |
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source | DTIC Technical Reports |
subjects | BUCKLING Containers and Packaging COSTS CYLINDRICAL BODIES EXPLOSION EFFECTS FUEL STORAGE TANKS FUELS NUCLEAR EXPLOSIONS OPTIMIZATION OVERPRESSURE PRESSURE VESSELS SANGUINE PROJECT SOIL MECHANICS STEEL STORAGE TANKS UNDERGROUND |
title | Design of Pressurized Fuel Storage Tanks to Resist Air Overpressures |
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